基于时频卷积神经网络的供水管道漏损识别
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赖凌轩,柳景青,周一粟,李秀娟
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Identification of leakage in water supply pipelines based on time-frequency convolutional neural network
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Lingxuan LAI,Jingqing LIU,Yisu ZHOU,Xiujuan LI
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| 表 6 不同分类模型的性能比较 |
| Tab.6 Performance comparison of different classification models |
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| 分类模型 | 输入特征 | Acc | F1 | | 无漏损 | 漏损 | 噪声 | 低压 | 中压 | 高压 | | STFT-CNN | 时频谱图 | 0.952 | 0.972 | 0.988 | 0.987 | 0.924 | 0.929 | 0.935 | | MFCC-CNN | MFCC | 0.859 | 0.960 | 0.975 | 0.957 | 0.759 | 0.791 | 0.785 | | DT | STD、RMS、ZCR、PSD | 0.684 | 0.868 | 0.920 | 0.841 | 0.458 | 0.571 | 0.594 | | SVM | ApEn, MFCC, IMF | 0.844 | 0.944 | 0.968 | 0.967 | 0.720 | 0.764 | 0.775 | | KNN | 一维时序信号 | 0.831 | 0.732 | 0.884 | 0.854 | 0.873 | 0.875 | 0.901 | | XGBoost | 一维时序信号 | 0.763 | 0.900 | 0.948 | 0.918 | 0.577 | 0.661 | 0.680 |
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